| Date |
Text |
| 2015-07-08 14:16:12 | 1)THERE ARE SEVERAL SHEETS IN THE FRONT OF THE PLANS |
| | THAT NOTE FOR REFERENCE ONLY-SEE E 15040015. WHAT IS |
| | THIS IN REFERENCE TO? CLARIFY. |
| | 2)SHT. AE160 DETAILS #2 & #3 SHOWS A ROOF DRAIN & |
| | PIPING/OVERFLOW DRAIN LOCATED IN THE STAIRWELLS AND |
| | PENETRATING THE WALL OF THE ENCLOSURE. PENETRATIONS |
| | INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ARE |
| | PROHIBITED IN ACCORDANCE WITH THE 2010 FBC SEC.1022.4. |
| | 3)SHT.AE 179 - SHOW THE DEPTH OF THE GUTTER ON DETAILS |
| | #2 & #5. WPB AMEND. TO 2010 FBC SEC. 107.2.1. |
| | 4)SHT. AE 401 - SHOW THE INSIDE CLEAR DIMENSIONS (L X |
| | W) OF THE ACCESSIBLE RESTROOM. |
| | 5)SHT.AE 401 - SHOW THE CLEAR FLOOR SPACE FOR THE BREAK |
| | ROOM SINK PER FAC SEC. 606. THE CLEAR FLOOR SPACE SHALL |
| | BE CENTERED ON THE FIXTURE. |
| | 6)SHT. AE 404 - SHOWS PERFORATED DRAIN PIPE AT |
| | PERIMETER OF OUTER WALL OF STRUCTURE. SUBMIT DETAILS: |
| | SIZE OF PIPE, DEPTH AND WIDTH OF BALLAST ROCK, AND SHOW |
| | LOCATION ON PLANS. I COULD NOT LOCATE THIS PIPING ON |
| | THE CIVIL DRAWINGS. WPB AMEND. TO 2010 FBC SEC. |
| | 107.2.1. |
| | 7) CALCULATIONS FOR THE SIZING OF RAIN WATER DRAINAGE |
| | FOR THE ROOF OF THE STAIRWELLS SHALL INCLUDE - THE AREA |
| | OF ANY VERTICAL WALL THAT DIVERTS RAINWATER TO THE ROOF |
| | SHALL BE INCLUDED IN THE CALCULATIONS. 2010 FPC SEC. |
| | 1106.4. |
| | 8) INDICATE ON THE PLANS IF THE ELEVATOR IS HYDRAULIC |
| | OR TRACTION. IF HYDRAULIC, THE CYLINDER SHALL COMPLY |
| | WITH THE 2010 FBC SEC.3011.1 THRU 3011.1.3. |
| | 9) SUBMIT A DETAIL DRAWING FOR THE BOOSTER PUMP FOR THE |
| | POTABLE WATER SYSTEM. WPB AMEND. TO 2010 FBC SEC. |
| | 107.2.1. |
| | 10) SHT.PP110A - SHOWS A 2"INDIRECT WASTE LINE THAT |
| | APPEARS TO BE PENETRATING THE WALL OF STAIR #1. |
| | PENETRATIONS INTO AND THROUGH AN EXIT ENCLOSURE ARE |
| | PROHIBITED EXCEPT FOR THE ITEMS LISTED IN 2010 FBC |
| | 1022.4. CLARIFY. |
| | 11) SUBMIT SIZING CALCULATIONS FOR THE OIL INTERCEPTOR. |
| | THE PLANS SHOW A SCHIER OIL INTERCEPTOR. THE SIZING |
| | CALCULATIONS SHALL BE REVIEWED BY SCHIER FOR CORRECT |
| | SIZING PER THE 2010 FPC SEC. 1003.2. PLEASE CONTACT LEE |
| | SCHNEEWEISS, SCHIER REPRESENTATIVE AT 1-800-538-4792. |
| | 12) SHT.PP110B - INDICATE THE SLOPE OF THE 10 INCH & 12 |
| | INCH STORM DRAIN LINES ON GRID LINE #F BETWEEN GRID |
| | LINE 10-1. NOTE: THE SQUARE FOOTAGE DRAINED SHALL |
| | COMPLY WITH 2010 FPC TABLE 1106.3. |
| | 13) SHT.PP160D - SHOW THE CONTINUATION POINT OF THE 6_ |
| | RAIN WATER DRAIN (SEE GRID LINES 2-3 & C-D). IS THIS |
| | TURNING UP OR DOWN? AND TO WHERE? |
| | 14) SHT.PP 170A - THE PLAN SHOWS A 4" STORM DRAIN |
| | DISCHARGING ABOVE THE TOP LEVEL NEXT TO A PARKING |
| | SPACE. THIS APPEARS THAT IT MAY CAUSE A NUISANCE DUE TO |
| | THE DISCHARGING WATER FOR THAT PARKING AREA DURING A |
| | RAIN EVENT. THE SAME ISSUE OCCURS BY STAIR #2. CLARIFY. |
| | 15) SHT. PP 170A - THERE IS A HORIZONTAL SECTION OF 4" |
| | STORM THAT IS COLLECTING 2170 SQUARE FEET OF AREA. THE |
| | MAXIMUM SQUARE FOOTAGE THAT A 4" HORIZONTAL STORM DRAIN |
| | CAN ACCOMMODATE AT AN 1/8" PER FOOT SLOPE AND A 5" |
| | RAINFALL RATE IS 1504 SQUARE FEET PER TABLE 1106.3. |
| | ADJUST THE SIZE TO THE NEXT LARGER PIPE SIZE OR |
| | INCREASE THE SLOPE. |
| | 16) SHT.PP170C - SHOWS A 6" O.D. SERVING 4500 SQ. FT. |
| | THE MAXIMUM SQUARE FOOTAGE AT 1/8? PER FT. SLOPE IS |
| | 4280 SQ. FT. PER TABLE 1106.3. |
| | 17) SHT. PP180A & PP180B - SHOW THE SQUARE FOOTAGE |
| | DRAINED BY EACH DRAIN. ALSO SHOW THIS ON THE STORM |
| | WATER RISER. COMPLY WITH TABLE 1106.3 OF THE 2010 FPC. |
| | 18) SHT. PP401 - SUBMIT A WATER ISOMETRIC FOR THE PUMP |
| | ROOM AND SUBMIT AN ELEVATION/PIPING DETAIL FOR THE |
| | DOMESTIC BOOSTER PUMP. WPB AMEND. TO 2010 FBC SEC. |
| | 107.3.5.1.3. |
| | 19) SHT. PP501 -SHOW THE SQUARE FOOTAGE OF THE AREA |
| | BEING DRAINED BY EACH DRAIN FOR THE STORM WATER RISERS. |
| | ALL VERTICAL LEADERS SHALL BE SIZED IN ACCORDANCE WITH |
| | THE 2010 FPC TABLE 1106.2 (1), 1106.2 (2) & ALL |
| | HORIZONTAL PIPING SHALL BE SIZED IN ACCORDANCE WITH |
| | TABLE 1106.3.ALL SIZING SHALL BE BASED ON A RAINFALL |
| | RATE OF 5 INCHES PER HOUR. |
| | 20) INDICATE THE SLOPE OF THE HORIZONTAL STORM DRAIN |
| | PIPING. COMPLY WITH TABLE 1106.3 OF 2010 FPC. |
| | 21) SHT.PP502 - THE AUTOMATIC AIR VENT CONNECTION TO |
| | THE HORIZONTAL DRAIN SHALL COMPLY WITH 2010 FPC SEC. |
| | 905.3. THE VENT SHALL CONNECT TO THE HORIZONTAL DRAIN |
| | ABOVE THE CENTERLINE OF THE HORIZONTAL DRAIN PIPE. |
| | CHECK ALL OF THE AAV CONNECTIONS. SEE ALSO 4? LINE AT |
| | HUB DRAIN BY STAIR #2. |
| | 22) SHT. PP502 - SUBMIT AN ENLARGED SANITARY RISER FOR |
| | THE GROUND LEVEL RESTROOM, BREAKROOM AND JANITOR. THE |
| | RISER IS TOO SMALL TO REVIEW. |
| | 23) SHT. PP503 -A SHUT-OFF VALVE IS REQUIRED AT THE |
| | BASE OF THE WATER RISER PER 2010 FPC SEC. 606.1 (4). |
| | 24) SHT. PP504 - SHOW THE SQUARE FOOTAGE DRAINED BY |
| | EACH 4? ROOF DRAIN. COMPLY WITH 2010 FPC TABLE 1106.3. |
| | |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
| | |
| | |
| | |
